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| 1 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by the Departmental Officers |
| 2 | First depth of 0 to 2 m below GL |
| 3 | Second depth of 1m |
| 4 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the Departmental Officers |
| 5 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers |
| 6 | Plain Cement Concrete 1:2:4 (one cement, two M.Sand and four hard broken stone jelly) using 20mm jelly for wearing coat including laying, compacting, finishing and curing, etc., complete as per standard specificatins and as directed by the departmental officers. |
| 7 | Reinforced Cement Concrete Mix M30 grade using 10mm & 20mm Hard blue granite Broken stone (machine crushed) excluding the cost of RTS rods for reinforcement and centering, strutting, shuttering but including cost of all materials mixing, laying, Vibrating the concrete with mechanical vibrators, ramming, consolidating, finishing and curing etc., Complete and as directed by the Departmental Officers |
| 8 | For items 1.5m to 4.5m below GL |
| 9 | For items 0 to 1.50m below GL |
| 10 | For items 0m to 4.5m above GL &1.00 m Above G.L |
| 11 | For items 4.50m to 7.32m above GL |
| 12 | For items 7.32m to 10.98m above GL |
| 13 | For items 10.98m to 14.64m above GL |
| 14 | For items above 14.64m & up to 18.30m from GL |
| 15 | Supply and erection of steel centering, shuttering for soffits and sides including necessary supports and strutting for all RCC works using MS sheets of suitable size of BG10 stiffened with MS angle of size 25 X 25 X 3 mm for boarding laid over I type MS Truss of size 25 X 25 X 3mm about 90cm c/c and supported by 40mm GI pipes (Medium) spaced at 75cm c/c etc complete and as directed by the Departmental Officers |
| 16 | PLANE SURFACES - Below G.L. |
| 17 | ABOVE G.L. to 3.30m |
| 18 | 5.30m . to 6.30m |
| 19 | 8.31m . to 9.30m |
| 20 | 11.31m to 12.30m |
| 21 | Curved Surface - 11.30m to 12.30m |
| 22 | 12.30m to 13.30m |
| 23 | 13.30m to 14.30m |
| 24 | 14.31mto 15.30m |
| 25 | Square Column - Below GL and upto 3.30m above GL |
| 26 | 3.31m to 4.30m ht |
| 27 | 4.30 to 5.30m |
| 28 | 5.30 to 6.30m |
| 29 | 6.30 to 7.30m |
| 30 | 7.30 to 8.30m |
| 31 | 8.30 to 9.30m |
| 32 | 9.31m to 10.30m |
| 33 | 10.31m to 11.30m |
| 34 | 11.31m to 12.30m |
| 35 | Painting two coats with approved cement paint over one priming coat of white cement over cement plastered wall surface and ceiling including cleaning preparing the surface and curing etc., complete (using cement paint of colour as approved by the Departmental officer) and as directed by the Departmental Officers |
| 36 | Supplying, cutting, bending, tying, fabricating and placing in position of steel rods for all RCC works including cost of steel and binding wire etc.( The steel should conform to the relevant ISspecification and supplied with test certificate Fe. 415 grade as per IS specification No.1786/1985 and as amended from time to time) delivery at site of work including loading, freight, unloading, stacking, transit insurance charges, taxes etc. complete and as directed by the Departmental Officers |
| 37 | Supply delivery and fixing of staircase with M30 grade concrete for landings, MS ladder of 0.45m wide using 50x50x5mm MS angles for sides and steps at 0.30m c/c, with GI pipe handrails using 32mm GI pipes for railings and verical support at 0.45m C/c, MS flats (Size 40mm x 5mm ) for horizontal ties at 0.3m c/c and at bottom with Anchor fastener bolts of size 12mm x 75mm including cost of materials labour for fabrication of handrails fixing, painting etc., complete. |
| 38 | Providing and fixing of RCC inner access ladder in RCC 1:11/2 :3 (one cement,one and half sand and three aggregate) using 20mm HBG stone for OHT including cost of reinforcement, placing grill in position, centring,shuttering charges, mixing concrete,curing etc. to required height and clear width of 45 cm consisting of 2 nos. of vertical post of 10 cm x 15 cm and step slab of 25mm x 25mm etc.complete and as directed by the Departmental Officers |
| 39 | Providing 110mm PVC vent cowl arrangements mosquito proof nylon net and as directed by directed by the Departmental Officers |
| 40 | Supply and fixing of cut stone of size 0.30m x 0.30m x 0.15m in CM 1;3(one cement and three sand) below inlet pipe for Service Reservoir as directed by the Departmental Officers |
| 41 | Providing manhole cover of size 0.60 x 0.60M in RCC 1:1.5:3 with suitable reinforcement and 50x50x6mm MS angle fixed along edges and as directed by the Departmental Officers |
| 42 | Pipe connection arrangements for inlet,outlet,scour and overflow etc. including cost of pipes, specials ,valve,labour charges for lifting, aligning, cutting, threading ,fixing and painting of GI pipes with two coats of approved quality enamal paint etc. complete as detailed below |
| 43 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 44 | 65mm GI pipes for over flow & rain water harvesting pipe |
| 45 | 50mm GI pipes for scour pipe |
| 46 | 65mm GI pipe for delivery pipe |
| 47 | 90mm PVC Threaded coupler |
| 48 | 63mm PVC Threaded coupler |
| 49 | 65mm dia GI Tee |
| 50 | 65mm dia GI bend 90 |
| 51 | 65mm dia GI bend (short) |
| 52 | 65mm GI coupler |
| 53 | 65mm GI union |
| 54 | 65mm GI Elbow |
| 55 | 50mm GI union |
| 56 | 50mm GI Elbow |
| 57 | 65mm GI Tee |
| 58 | 75mmx63mm PVC reducer |
| 59 | 65mm GM gate valve |
| 60 | 50mm GM gate valve |
| 61 | 63 mm PVC 4Ksc Pipe |
| 62 | Refilling the foundation with excavated earth including consolidation as directed by the Departmental Officers |
| 63 | Labour charges for GI pipe connection to the OHT, for inlet, outlet, overflow and scour arrangements including cutting and threading, earth work excavation & refilling |
| 64 | Distribution Line |
| 65 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 - 63mm dia PVC 4Kg pipe |
| 66 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works - 63mm dia PVC 4Kg pipe |
| 67 | Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste - 63mm dia PVC 4Kg pipe |
| 68 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested - 63mm dia PVC 4Kg pipe |
| 69 | Pumping Main |
| 70 | Earth work excavation in all types of strata for laying of pipes with the standard trench width as per Bd .Circular No. 28/ AE10/ P&D/ 2001/ dt. 01.10.2001 and JCE (P&D)/ Lr.No. LM/ AE10/ P & D/ 2001/ dt.22.11.2001 - 90mm dia PVC 4Kg pipe |
| 71 | Supply of unplasticised PVC rigid pipes as per BIS 4985/2000 with ISI Marking to site of works - 90mm dia PVC 4Kg pipe |
| 72 | Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste - 90mm dia PVC 4Kg pipe |
| 73 | Refilling with excavated soil complying with standard specification in layers of 15 cm thick well rammed and consolidated after pipes and specials are laid and tested - 90mm dia PVC 4Kg pipe |
| 74 | Providing Fencing Arrangements |
| 75 | Earth work excavation & depositing on bank with an initial lead of 10 metre & initial lift of 2 metre in Hard shift clay, stiff block cotton, hard red earth shales, murrum, gravel, stoney earth, and earth mixed with small size boulders and hard gravelly soil (SS 20B) for foundation including shoring, strutting, baling out water providing danger light wherever necessary depositing the surplus earth on bank and other incedential charges etc., complete and as directed by the Departmental Officers |
| 76 | Sand filling for foundation with clear river sand including cost of sand, watering ,ramming and consolidation etc complete as directed by the Departmental Officers |
| 77 | Plain Cement Concrete 1:4:8 (one cement, four sand and eight hard granite broken stone of 40mm size ISS gauge) for foundation and footing including mixing, placing, ramming ,finishing curing etc. complete in accordance with standard specification and as directed by the Departmental Officers |
| 78 | CC 1:2:4 mix using 20 mm ISS HBG metal including cost of all materials & labour charges etc complete |
| 79 | Chain Link - 2\" x 2\" using 10 Gauge Galvanised Iron Wire (of all sizes) including cost of all materials & labour charges etc complete |
| 80 | Barbed Wire - 10 Gauge - Two Ply and Four Pronged (Galvanised) |
| 81 | Labour charges for Barbed Wire - 10 Gauge - Two Ply and Four Pronged (Galvanised) |
| 82 | Cut Stone Pillar of size 0.15 x 0.15 x 2.1m including cost of all materials & labour charges etc complete |
| 83 | Labour Charges for Fixing of Cut Stone Pillar and Binding wire Laying including all charges etc |
| 84 | Provision for Column Gate (0.90 x 1.50m) |
| 85 | Provision for lader door (0.45 x 1.00) etc |
| 86 | Provision for Name board |
| 87 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for this work} Please Enable Macros to View BoQ information |
